Skip to main content

Comparative Study of Pedestrian Critical Gap Estimation Methods at Unsignalized Midblock Crosswalks

  • Conference paper
  • First Online:
Book cover Transportation Research

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 45))

  • 1161 Accesses

Abstract

This study determines critical gaps using different methods like Raff’s, maximum likelihood (MLM), root-mean-square (RMS), probability equilibrium (PEM), and logit. These are then compared to single out the most appropriate one. Five locations in the western part of India are studied, selected based on type of land use, number of lanes, and carriage-way width. Video cameras were used to capture the mixed-traffic flow and pedestrian crossing movements simultaneously. The results also conclude that logit method is the most appropriate one for estimating critical gap, as it considers the effect of pedestrian behaviour and vehicular characteristics concurrently. The critical gap values vary considerably when pedestrian characteristics are considered. The results are expected to provide inputs for framing design parameters for pedestrian crossing facilities, thereby enhancing pedestrian safety.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 429.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 549.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 549.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Mohan D, Tsimhoni O, Sivak M, Flannagan MJ (2009) Road Safety in India: Challenges and Opportunities. University of Michigan, USA

    Google Scholar 

  2. Highway Capacity Manual (2010) Transportation Research Board, Washington, DC

    Google Scholar 

  3. DiPietro M, King L (1970) Pedestrian gap-acceptance. Highway Res Rec 308:80–91

    Google Scholar 

  4. Oxley J, Fildes B, Ihsen E, Charlton J, Days R (2005) Crossing roads safely: an experimental study of age differences in gap selection by pedestrians. Accid Anal Prev 37:962–971

    Article  Google Scholar 

  5. Brilon W, Koenig R, Troutbeck RJ (1999) Useful estimation procedures for critical gaps. Transp Res Part A 33:161–186

    Google Scholar 

  6. Raff MS, Hart JW (1950) A volume warrant for urban stop signs, eno foundation for highway traffic control. Saugatuck, Connecticut

    Google Scholar 

  7. Ashworth R (1970) The analysis and interpretation of gap acceptance data. Transport Sci 4(3):270–280

    Article  Google Scholar 

  8. Tian Z, Vandehey M, Robinson BW, Kittelson W, Kyte M, Troutbeck R, Brilon W, Wu N (1999) Implementing the maximum likelihood methodology to measure a driver’s critical gap. Transport Res Part A Pol Pract 33(3):187–197

    Article  Google Scholar 

  9. Hamed MM (2001) Analysis of pedestrians’ behavior at pedestrian crossings. Saf Sci 38(1):63–82

    Article  Google Scholar 

  10. Rastogi R, Chandra S, Vamsheedhar J, Das VR (2011) Parametric study of pedestrian speeds at midblock crossings. J Urban Plann Dev. http://dx.doi.org/10.1061/(ASCE)UP.19435444.0000083. 137(4):381–389

    Article  Google Scholar 

  11. Kadali BR, Vedagiri P (2015) Modelling pedestrian road crossing behavior under mixed traffic condition. Eur Trans 55(3):1–17

    Google Scholar 

  12. Chandra S, Rastogi R, Das VR (2014) Descriptive and parametric analysis of pedestrian gap acceptance in mixed traffic conditions. KSCE J Civil Eng 18(1):284–293

    Article  Google Scholar 

  13. Tanaboriboon Y, Guyano JA (1991) Analysis of pedestrian movements in Bangkok. Transportation 40 research record 1294, TRB, Washington, D.C., pp 52–56

    Google Scholar 

  14. Laxman KK, Rastogi R, Chandra S (2010) Pedestrian flow characteristics in mixed traffic conditions. J Urban Plann Dev ASCE 136:23–33

    Article  Google Scholar 

  15. Chandra S, Bharti AK (2013) Speed distribution curves for pedestrians during walking and crossing. In: Conference of Transportation Research Group of India (2nd CTRG) procedia––social and behavioral sciences 104:660–667

    Article  Google Scholar 

  16. Pawar S, Patil (2014) Pedestrian temporal and spatial gap acceptance at Mid-block Street crossing in developing world. In: 95th annual transportation research board meeting, Washington D.C

    Google Scholar 

  17. Wu N (2006) A new model for estimating critical gap and its distribution at un-signalized intersections based on the equilibrium of probabilities. In: Proceeding of the 5th international symposium on highway capacity and quality of service. Yokohama, Japan, 25–29 July, Transportation Research Board of the National Academies, Washington, D.C

    Google Scholar 

  18. Kadali BR, Vedagiri P (2016) Analysis of critical gap based on pedestrian behaviour during peak traffic hours at unprotected midblock crosswalks. Asian Trans Stud 4(1):261–277

    Google Scholar 

  19. Chandra S, Kumar U (2003) Effect of lane width on capacity under mixed traffic conditions in India. J Transport Eng ASCE 129:155–160

    Article  Google Scholar 

  20. Fitpatrick K (1991) Gaps accepted at stop-controlled intersections. Transport Res Rec J Transport Res Board 1303:103–112

    Google Scholar 

  21. Troutbeck RJ (1992) Estimating the critical acceptance gap from traffic movements, Queensland University of Technology

    Google Scholar 

  22. Wu N (2012) Equilibrium of probabilities for estimating distribution function of critical gaps at un-signalized intersections. Transport Res Rec J Transport Res Board 2286:49–55

    Article  Google Scholar 

  23. Cassidy MJ, Madanat SM, Wang M-H, Yang F (1995) Un-signalized intersection capacity and level of service: revisiting critical gap. Preprint 950138, Transportation Research Board, Annual meeting

    Google Scholar 

  24. IRC: 103 (2012) Guidelines for pedestrian facilities, Indian road congress (IRC) New Delhi, India

    Google Scholar 

  25. Kumar P, Parida M (2011) Vulnerable road users in multimodal transport system for Delhi. Journeys, LTA 6:38–47

    Google Scholar 

  26. Troutbeck RJ (2014) Estimating the mean critical gap. In: 93rd annual meeting of Transportation Research Board, CD-ROM

    Google Scholar 

  27. Chaudhari A, Shah J, Arkatkar S, Joshi G, Parida M (2016) Examining effect of individual characteristics on walking speed at un-signalized mid-block crossings. In: 95rd annual meeting of Transportation Research Board, CD-ROM (2016)

    Google Scholar 

Download references

Acknowledgements

This study is part of a project sponsored by planning commission of India entitled ‘Development of Indo-HCM’. The authors are grateful to Central Road Research Institute Delhi for their support and funding provided by them.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Shriniwas Arkatkar .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Vinayaraj, V.S., Chaudhari, A., Arkatkar, S., Joshi, G.J., Parida, M. (2020). Comparative Study of Pedestrian Critical Gap Estimation Methods at Unsignalized Midblock Crosswalks. In: Mathew, T., Joshi, G., Velaga, N., Arkatkar, S. (eds) Transportation Research . Lecture Notes in Civil Engineering, vol 45. Springer, Singapore. https://doi.org/10.1007/978-981-32-9042-6_13

Download citation

  • DOI: https://doi.org/10.1007/978-981-32-9042-6_13

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-32-9041-9

  • Online ISBN: 978-981-32-9042-6

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics